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-- <br />12 <br />5� <br />12 <br />�5 <br />T.O.M. — <br />HDR HGT. <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />ii <br />16'-0" RIDGE VENT <br />12 <br />5 <br />4'-0" RIDGE VENT <br />12 <br />Z�5 <br />REAR ELEVATION - Al <br />-- — — — — zHEEL <br />12 <br />ti <br />�5 N <br />T.O.M. <br />-- —------------------------------ --- HDR HGT. <br />---------------------------- — --------------------------- <br />11-011 <br />2'-0° <br />TEXTURED TEXTURED <br />CEMENTICIOUS CEMENTICIOUS Q <br />FINISH ON C.M.U. FINISH ON C.M.U. 00 00 <br />(TYP.) (TYP.) <br />35 SH <br />LEFT ELEVATION - Al <br />1 /4"=1'-0" <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />IN PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with JASTMC <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.6.3 Water-Resisitive Barriers. <br />Water-resisitive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paperbacked <br />stucco lath) over an approved synthetic house wrap. <br />R703.8 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry contructions with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 5th Edition <br />(2014) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN, OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />" (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed)/9 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />-Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed <br />Zco <br />O <br />z0 <br />z� <br />Q <br />C/i 0 <br />cn <br />(DIM <br />w <br />_ 0 <br />— <br />OLL, <br />(/ <br />Ln <br />o <br />rh <br />o0 <br />M <br />w <br />,t <br />Yir O <br />�Ncce)o <br />N <br />.. U� <br />.5 LL co <br />Y <br />ono <br />O <br />Q <br />rnQ o <br />B D. <br />tert <br />C-, .. <br />ciu <br />� !1 L <br />II N Mt <br />` <br />c CULL/ <br />�' pig n <br />NOV <br />10- Q <br />�Z-�tla+�/ <br />�s� C r.% <br />Q N ©•., <br />N <br />F <br />W <br />rm <br />J <br />Q M%2 z SS <br />6�c�elllErl61 <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />0 <br />Z cV <br />O <br />.N <br />> O <br />V7 <br />Q f0L) <br />a .L <br />V) <br />Q L_ L.L. <br />0� U a00 <br />Q <br />E u <br />Z <br />J <br />W <br />� <br />MJ <br />O z <br />O <br />35 <br />uJ <br />zaa <br />WrZZ� <br />X¢ <br />Z <br />0 <br />O <br />z Le w c <br />_ <br />Q <br />w z <br />a i <br />W <br />0 <br />o� u_o <br />V 'i N <br />w <br />m z <br />L <br />J <br />w <br />oN <br />z O <br />_% <br />L.LJ <br />Q U <br />z <br />z <br />z <br />) <br />8 <br />0 <br />U <br />J z <br />K <br />O u. <br />O <br />O <br />_J 0 <br />LU <br />Q <br />O <br />� <br />WQOM <br />UUZ <br />y.� <br />T1 <br />f'V <br />WaW ! <br />W CL zQ <br />a <br />FF_F <br />f� <br />Z <br />=I o <br />Z <br />W <br />Ln <br />W <br />ao <br />�(�LL <br />Z, <br />¢ LL <br />J <br />cLcI] <br />G <br />Q <br />o W o <br />LL Y Q <br />Q � <br />//�� <br />k/ <br />I <br />,—I <br />' <br />Ln <br />¢ <br />Z <br />z <br />W <br />Q a.z <br />C <br />^ <br />Z <br />g <br />= <br />J p <br />< z <br />o <br />a. <br />L <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION NO- 10 <br />SHEET NO. <br />3.2 <br />